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Cold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil… Read more
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Preface
Notation
Chapter 1: Introduction
1.1 Application of Cold-Formed Tubular Sections
1.2 International Standards
1.3 Layout of the Book
Chapter 2: Cold-Formed Tubular Sections
2.1 Manufacturing Processes
2.2 Manufacturing Tolerances
2.3 Material Properties
2.4 Special Characteristics
2.5 Limit States Design
Chapter 3: Members Subjected to Bending
3.1 Introduction
3.2 Local Buckling and Section Capacity
3.3 Flexural-Torsional Buckling and Member Capacity
Chapter 4: Members Subjected to Compression
4.1 General
4.2 Section Capacity
4.3 Member Capacity
Chapter 5: Members Subjected to Bending and Compression
5.1 Introduction
5.2 Second Order Effects
5.3 Local Buckling and Section Capacity
5.4 Member Buckling and Member Capacity
Chapter 6: Members Subjected to Concentrated Forces
6.1 General
6.2 Concentrated Forces Applied through a Welded Brace
6.3 Concentrated Forces Applied through a Bearing Plate
Chapter 7: Tension Members and Welds in Thin Cold-Formed Tubes
7.1 Tension Members
7.2 Characteristics of Welds in Thin Cold-Formed Tubes
7.3 Butt Welds
7.4 Longitudinal Fillet Welds
7.5 Transverse Fillet Welds
Chapter 8: Welded Connections Subjected to Fatigue Loading
8.1 General
8.2 Classification Method
8.3 Hollow Sections and Simple Connections
8.4 Lattice Girder Joints
8.5 Examples
Chapter 9: Recent Developments
9.1 Effect of Concrete-Filling and Large Deformation Cyclic Loading on Limiting Width-to-Thickness Ratios
9.2 Fatigue Design using the Hot Spot Stress Method
9.3 Bolted Moment End Plate Connections
9.4 Plastic Design of Portal Frames
9.5 Other Recent Developments
Subject Index
GH
TW